摘要
以某工程场地面积狭小、周围既有建筑物较多的深基坑开挖为例进行分析,得到在基坑开挖时可使用地下连续墙确保边坡稳定性,并提出相应的施工质量控制措施,以确保地下连续墙的施工质量及周围既有建筑的安全。
Taking the excavation of a deep foundation pit with small engineering area and more existing buildings as an example, this paper proposes that the slope stability can be ensured by employing underground continuous wall. It also puts forward the corresponding quality control measures to ensure the construction quality of the wall and the safety of the surrounding buildings.
出处
《建材技术与应用》
2017年第4期14-16,共3页
Research and Application of Building Materials
关键词
地下连续墙
施工质量
成槽
underground continuous wall
eonstruetion quality
groove
